Since the calculated value of schedule number is less than forty, then schedule 40 type of tube will be used.
Schedule Number
|
40
|
Do, in
|
1.05
|
t, in
|
0.113
|
Di, in
|
0.824
|
NPS, in
|
0.75
|
Refer to the tables of this appendix to compute for the pump power requirement between two or more equipment.
The velocity of the tannery waste water entering the next equipment can be solved as shown below,
The kinetic energy exhibited by the tannery waste water is calculated as shown. The compressibility factor, alpha is determined using the Reynolds number.
f is a function of Reynolds number and E/D. From Appendix C-1 page 540 of Foust, at Di=0.824in E/D=0.00056. From Appendix C-3 page 544 of Foust with Nre=253119.9664 and E/D=0.00056, f=0.02.
The length of the pipe used involves the straight pipes, fittings and valves.
For Lfittings, one fitting between the two equipment is needed. The fitting chosen is the 90 standard elbow.
Tagged as :
Piping Design
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